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RE:
RE:
Steve Harrington
Jim Gibson
Steve Harrington
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jim@sheacarrjewell.com
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Subject: RE:
Date: Fri, 24 Apr 2009 16:52:56 -0400
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From: "Jim Gibson" <jim@sheacarrjewell.com>
To: "Steve Harrington" <steveh@ci.yelm.wa.us>
Cc: "Karen Bennett" <KarenB@ci.yelm.wa.us>
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Jim Gibson
SMTP
jim@sheacarrjewell.com
Karen Bennett
Steve Harrington
Thanks Steve.
Jim Gibson, PE
Shea, Carr and Jewell Inc.
2102 Carriage Drive SW Bldg. H
Olympia, Washington 98502
Ph: 360-352-1465
Fax: 360-352-1509
Cell: 360-628-4766
jim@sheacarrjewell.com <mailto:jim@sheacarrjewell.com>
________________________________
From: Steve Harrington [mailto:steveh@ci.yelm.wa.us]
Sent: Friday, April 24, 2009 12:26 PM
To: Jim Gibson
Cc: Karen Bennett
Subject:
Jim: It appears the tie-in on the existing 8” water main on 106th to
the Creek Rd. Mixed Use Phase 1, is going tie-in at Sta.55+76.82,
248.16’ RT. (Access Way “A”) This location and call is the same on both
sets of plans for review # 1 and Review # 2
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<DC90029353CCCD468AA2A2858FFCD8F592EF69@server1.ci.yelm.wa.us>
RE%3A.EML
Steve Harrington
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<jim@sheacarrjewell.com>
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Steve Harrington
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steveh
Steve Harrington
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Karen Bennett
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Karen Bennett
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